08-1L8004 Structural Conc_ Bar Reinf Steel_ Str Exc_ and Partially Grouted RSP.pdf

Bids open Thursday, November 19, 2026 Dated October 5, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY

NEAR NEEDLES AT VARIOUS LOCATIONS FROM 0.3 MILE WEST OF WOODS

WASH BRIDGE TO HOMER WASH BRIDGE

In District 08 On Route 40 Under

Bid book dated October 5, 2026 Standard Specifications dated 2025

Project plans approved April 27, 2026 Standard Plans dated 2025

Identified by Contract No. 08-1L8004

08-SBd-40-R104.6/R120.5 Project ID 0820000156

Federal-Aid Project

IM-0402(0702)

SPECIAL NOTICES

• See sections 2 and 3 for contractors' registration requirements.

• The Department advises bidders that potential claim records must be submitted by the contractor using the Department's Internet potential claim system.

• See section 2 for submittal requirements for DVBE quotes and Non–Small Business

Subcontractor Preference.

• For work plan for local material from (1) a noncommercial source or (2) a source not regulated under California jurisdiction, see section 6-1.03B(2).

• See section 7-1.02K(3) for the requirements for electronic submittal of certified payroll records using LCPtracker Pro.

• The flagging and temporary traffic control requirements have been revised. See sections 7-

1.03, 7-1.04, and 12.

• See sections 2-1.11 and 2-1.33B for in-use off-road diesel-fueled vehicle requirements regarding Certificate of Reported Compliance submittals.

• See section 14-11.14 for changes to the management of treated wood waste.

• See section 6-1.01 and 6-1.04 of these Special Provisions for the requirements of Buy

America/Build America for manufactured products.

• See section 2-1.04 for mandatory prebid meeting requirements.

• See section 6-1.08 for the requirements for environmental product declarations for hot mix asphalt and concrete materials and products.

Contract No. 08-1L8004 i

TABLE OF CONTENTS

NOTICE TO BIDDERS

BID ITEM LIST

SPECIAL PROVISIONS

ORGANIZATION

DIVISION I GENERAL PROVISIONS

1 GENERAL

2 BIDDING

5 CONTROL OF WORK

6 CONTROL OF MATERIALS

7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

8 PROSECUTION AND PROGRESS

9 PAYMENT

DIVISION II GENERAL CONSTRUCTION

12 TEMPORARY TRAFFIC CONTROL

13 WATER POLLUTION CONTROL

14 ENVIRONMENTAL STEWARDSHIP

15 EXISTING FACILITIES

16 TEMPORARY FACILITIES

DIVISION III EARTHWORK AND LANDSCAPE

17 GENERAL

19 EARTHWORK

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

37 SEAL COATS

39 ASPHALT CONCRETE

DIVISION VI STRUCTURES

49 PILING

51 CONCRETE STRUCTURES

52 REINFORCEMENT

60 EXISTING STRUCTURES

DIVISION VII DRAINAGE FACILITIES

71 EXISTING DRAINAGE FACILITIES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

72 SLOPE PROTECTION

80 FENCES

DIVISION IX TRAFFIC CONTROL DEVICES

ii

81 MISCELLANEOUS TRAFFIC CONTROL DEVICES

83 RAILINGS AND BARRIERS

84 MARKINGS

iii

STANDARD PLANS LIST

The standard plan sheets applicable to this Contract include those listed below. The applicable revised standard plans (RSPs) listed below are included in the project plans.

RSP A3A Abbreviations (Sheet 1 of 3) RSP A3B Abbreviations (Sheet 2 of 3) RSP A3C Abbreviations (Sheet 3 of 3) A10A Legend - Lines and Symbols (Sheet 1 of 5) A10B Legend - Lines and Symbols (Sheet 2 of 5) A10C Legend - Lines and Symbols (Sheet 3 of 5) A10D Legend - Lines and Symbols (Sheet 4 of 5) A10E Legend - Lines and Symbols (Sheet 5 of 5) A20A Pavement Markers and Traffic Lines - Typical Details A20B Pavement Markers and Traffic Lines - Typical Details A20E Traffic Lines - Typical Details for Contrast Striping A24A Pavement Markings - Arrows A24J Pavement Markings - Speed Measurement A40B Shoulder Rumble Strip Details - Ground-In Indentations A40H Rumble Strip Placement with Gaps for Bicycles A62A Excavation and Backfill - Miscellaneous Details A62B Limits of Payment for Excavation and Backfill - Bridge Surcharge and Wall A62C Limits of Payment for Excavation and Backfill - Bridge A73A Object Markers A73B Markers A73C Delineators, Channelizers and Barricades A74 Survey Monuments A77L1 Midwest Guardrail System - Standard Railing Section (Wood Post with Wood

Block) A77L2 Midwest Guardrail System - Standard Railing Section (Steel Post with Notched

Wood or Notched Recycled Plastic Block) A77M1 Midwest Guardrail System - Standard Hardware A77N1 Midwest Guardrail System - Wood Post and Wood Block Details A77N5 Minor Concrete Vegetation Control - Guardrail System A77N5A Minor Concrete Vegetation Control - Guardrail System - Narrow Vegetation Control

Installation A77N6 Minor Concrete Vegetation Control - Guardrail System for Terminal System End

Treatments A77N7 Minor Concrete Vegetation Control - Guardrail System at Structure Approach iv

RSP A77Q1 Midwest Guardrail System - Typical Layouts for Structure Approach A77Q2 Midwest Guardrail System - Typical Layouts for Structure Approach and Between

Structures RSP A79A1 Transition Railing (Type AGT) A79A3 Transition Railing (Type AGT) Details A79B1 Transition Railing (Type AGT) to Bridge Railings without Sidewalks A81A Crash Cushion - Sand Filled (Unidirectional) A81B Crash Cushion - Sand Filled (Unidirectional) A81C Crash Cushion - Sand Filled (Bidirectional) A84A Temporary Desert Tortoise Fence A84B Desert Tortoise Fence A86 Barbed Wire and Wire Mesh Fences A86A Barbed Wire and Wire Mesh Fence Detail on Sharp Break in Grade A86B Barbed Wire and Wire Mesh Fence Details A86C Barbed Wire and Wire Mesh Fence Details at Ditch Crossing A86D Barbed Wire and Wire Mesh Fence - Miscellaneous Details P75 Pavement Edge Treatments - Overlays H2 Landscape Details T1A Temporary Crash Cushion - Sand Filled (Unidirectional) T1A1 Temporary Crash Cushion - Sand Filled (Unidirectional) T1B Temporary Crash Cushion - Sand Filled (Bidirectional) T2 Temporary Crash Cushion - Sand Filled (Shoulder Installations) RSP T3A Temporary Railing (Type K) T3B Temporary Railing (Type K) T3C Temporary Barrier System (Cross Bolt) T3D Temporary Barrier System (Cross Bolt) T3E Temporary Barrier System (Cross Bolt) T3F Temporary Barrier System (Cal F-23) T3F2 Temporary Barrier System (Cal F-23) T3G Temporary Barrier System (Staking or Anchoring) T3G2 Temporary Barrier System (Staking or Anchoring) T9 Traffic Control System Tables for Lane and Ramp Closures T10 Traffic Control System for Lane Closure on Freeways and Expressways T18 Traffic Control System - Construction Work Zone Speed Limit Reduction on

Freeways and Expressways T20 Traffic Control System - Construction Work Zone Speed Limit Reduction Details v

T26 Temporary Automated End of Queue Warning System Type 1 (Queue <= 3.5 Miles)

T53 Temporary Water Pollution Control Details (Temporary Cover) T56 Temporary Water Pollution Control Details (Temporary Fiber Roll) T58 Temporary Water Pollution Control Details (Temporary Construction Entrance) T59 Temporary Water Pollution Control Details (Temporary Concrete Washout Facility) T65 Temporary Water Pollution Control Details (Temporary High-Visibility Fence) B0-1 Bridge Details B0-3 Bridge Details B0-13 Bridge Details B2-3 16" and 24" Cast-In-Drilled-Hole Concrete Pile B6-21 Joint Seals (Maximum Movement Range = 2") B7-1 Box Girder Details B9-1 Structure Approach - Type N (30) B9-5 Structure Approach - Slab Details B9-6 Structure Approach - Drainage Details B11-81 Concrete Barrier Type 842 Details No. 1 RSP B11-82 Concrete Barrier Type 842 Details No. 2 B11-82A Concrete Barrier Type 842 Details No. 3 B14-3 Communication and Sprinkler Control Conduits (Conduit Less Than 4") RS1 Roadside Signs - Typical Installation Details No. 1 RS2 Roadside Signs - Wood Post - Typical Installation Details No. 2 RS4 Roadside Signs - Typical Installation Details No. 4 S93 Framing Details for Framed Single Sheet Aluminum Signs, Rectangular Shape S94 Roadside Framed Single Sheet Aluminum Signs, Rectangular Shape S95 Roadside Single Sheet Aluminum Signs, Diamond Shape

CANCELED STANDARD PLANS LIST

The 2025 standard plan sheets listed below are canceled and not applicable to this contract.

Plan No. Date Canceled Plan No. Date

Canceled Plan No. Date Canceled

P8 04-20-26

NOTICE TO BIDDERS

Bids open Thursday, November 19, 2026

Dated October 5, 2026

General work description: Structural Conc, bar Reinf steel, Str Exc, and partially grouted RSP.

The Department will receive electronically sealed bids for the following work: CONSTRUCTION ON

STATE HIGHWAY IN SAN BERNARDINO COUNTY NEAR NEEDLES AT VARIOUS LOCATIONS

FROM 0.3 MILE WEST OF WOODS WASH BRIDGE TO HOMER WASH BRIDGE.

District-County-Route-Post Mile: 08-SBd-40-R104.6/R120.5

Contract No. 08-1L8004

The Contractor must have either a Class A license or any combination of the following Class C licenses which constitutes a majority of the work: C-8, C-12.

Federal-aid project no.:

IM-0402(0702)

For the Federal training program, the number of trainees or apprentices is 20.

Bids must be on a unit price basis.

Complete the work, excluding plant establishment work, within 380 working days.

Complete the work, including plant establishment work, within 380 working days.

Complete the plant establishment work within 250 working days.

The estimated cost of the project is $26,000,000.

A mandatory prebid meeting is scheduled on November 3, 2026 at 10:00 a.m. at Webex.

The Department will receive bids until 2:00 p.m. on the bid open date via Bid Express website. Bids received after this time will not be accepted. For more information refer to the Electronic Bidding Guide at the Office Engineer's website.

The Department will open and publicly read the bids through webcast/teleconference services immediately after the specified closing time.

For bid results go to:

https://ppmoe.dot.ca.gov/cc

Select Electronic Bidding under the Bidding tab.

District office addresses are provided in the Standard Specifications.

Present bidders' inquiries to the Department and view the Department's responses at:

https://ppmoe.dot.ca.gov/cc?id=cc_bidinquiries

Questions about alleged patent ambiguity of the plans, specifications, or estimate must be asked before bid opening. After bid opening, the Department does not consider these questions as bid protests.

Submit your bid with bidder's security equal to at least 10 percent of the bid.

Prevailing wages are required on this Contract. The Director of the California Department of Industrial Relations determines the general prevailing wage rates. Obtain the wage rates at the DIR website, http://www.dir.ca.gov, or from the Department's Labor Compliance Office of the district in which the work is located.

The federal minimum wage rates for this Contract as determined by the United States Secretary of Labor are available at https://sam.gov/content/home.

If the minimum wage rates as determined by the United States Secretary of Labor differs from the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors must not pay less than the higher wage rate. The Department does not accept lower State wage rates not specifically included in the federal minimum wage determinations. This includes helper, or other classifications based on hours of experience, or any other classification not appearing in the federal wage determinations. Where federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors must not pay less than the federal minimum wage rate that most closely approximates the duties of the employees in question.

The Department has made available Notices of Suspension and Proposed Debarment from the Federal Highway Administration. For a copy of the notices, go to https://www.dir.ca.gov/dlse/debar.html.

Additional information is provided in the Excluded Parties List System at https://sam.gov/content/home.

Caltrans and the Construction Industry are committed to making partnering the way we do business. For more information, go to https://dot.ca.gov/programs/construction/partnering.

Department of Transportation

BID ITEM LIST

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0001 070030 LEAD COMPLIANCE PLAN LS LUMP SUM

0002 080060 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS LUMP SUM

0003 090100 TIME-RELATED OVERHEAD (WDAY) WDAY 380

0004 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 9

0005 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 40

0006 100100 DEVELOP WATER SUPPLY LS LUMP SUM

0007 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0008 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0009 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 200

0010 120110 FLASHING ARROW SIGN EA 4

0011 120165 CHANNELIZER (SURFACE MOUNTED) EA 370

0012 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 1,090

0013 120320 TEMPORARY BARRIER SYSTEM LF 4,320

0014 124010 TEMPORARY SHUTTLE SERVICE LS LUMP SUM

0015 018142 TOW TRUCK SERVICE LS LUMP SUM

0016 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 8

0017 128655 TEMPORARY AUTOMATED END OF QUEUE

WARNING SYSTEM (TYPE 1)

DAY 340

0018 128659 END OF QUEUE MONITORING AND WARNING

WITH TRUCK MOUNTED CHANGEABLE

MESSAGE SIGN

DAY 10

0019 129100 TEMPORARY CRASH CUSHION MODULE EA 4

0020 129152 TEMPORARY RADAR SPEED FEEDBACK SIGN

SYSTEM

EA 4

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130100 JOB SITE MANAGEMENT LS LUMP SUM

0022 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM

0023 130312 PRE-STORM EVENT INSPECTION REPORT EA 20

0024 130323 DURING-AND POST-STORM EVENT INSPECTION

REPORT

DAY 16

0025 130331 STORMWATER ANNUAL REPORT EA 3

0026 130560 TEMPORARY SOIL BINDER SQYD 80,000

0027 130570 TEMPORARY COVER SQYD 1,000

0028 130640 TEMPORARY FIBER ROLL LF 6,000

0029 130650 TEMPORARY GRAVEL BAG BERM LF 2,000

0030 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 22

0031 130730 STREET SWEEPING LS LUMP SUM

0032 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0033 131201 TEMPORARY CREEK DIVERSION SYSTEMS LS LUMP SUM

0034 140003 ASBESTOS COMPLIANCE PLAN LS LUMP SUM

0035 141120 TREATED WOOD WASTE LB 9,660

0036 146002 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS LUMP SUM

0037 146003 NATURAL RESOURCE PROTECTION PLAN LS LUMP SUM

0038 153248 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2,520

0039 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 2,420

0040 170103 CLEARING AND GRUBBING (LS) LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 180106 DUST PALLIATIVE LS LUMP SUM

0042 190101 ROADWAY EXCAVATION CY 2,550

0043 190123 ROADWAY EXCAVATION (TOPSOIL) CY 3,990

0044 190185 SHOULDER BACKING TON 620

0045 192003 (F) - STRUCTURE EXCAVATION (BRIDGE) CY 219

0046 192020 (F) - STRUCTURE EXCAVATION (TYPE D) CY 83

0047 048576 STRUCTURE EXCAVATION (PARTIALLY

GROUTED ROCK SLOPE PROTECTION)

CY 12,942

0048 193003 (F) - STRUCTURE BACKFILL (BRIDGE) CY 70

0049 198300 SOIL DECOMPACTION SQFT 301,000

0050 200002 ROADSIDE CLEARING LS LUMP SUM

0051 202006 SOIL AMENDMENT CY 6

0052 202037 ORGANIC FERTILIZER LB 1.8

0053 202040 MYCORRHIZAE INOCULANT LB 1.8

0054 204036 PLANT (GROUP B) EA 60

0055 204099 PLANT ESTABLISHMENT WORK LS LUMP SUM

0056 206300 TEMPORARY IRRIGATION SYSTEM LS LUMP SUM

0057 210010 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 4

0058 210120 DUFF (SQFT) SQFT 955,000

0059 210252 BONDED FIBER MATRIX (SQFT) SQFT 955,000

0060 260203 CLASS 2 AGGREGATE BASE (CY) CY 2,790

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 374002 ASPHALTIC EMULSION (FOG SEAL COAT) TON 8

0062 390132 HOT MIX ASPHALT (TYPE A) TON 3,520

0063 397005 TACK COAT TON 6

0064 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 16,900

0065 490603 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,184

0066 490604 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,560

0067 510053 (F) - STRUCTURAL CONCRETE, BRIDGE CY 537

0068 510054 (F) - STRUCTURAL CONCRETE, BRIDGE

(POLYMER FIBER)

CY 1,397

0069 510088 (F) - STRUCTURAL CONCRETE, APPROACH

SLAB (TYPE N MODIFIED)

CY 355

0070 519088 JOINT SEAL (MR 1") LF 346

0071 520102 (F) - BAR REINFORCING STEEL (BRIDGE) LB 557,656

0072 520120 (F) - HEADED BAR REINFORCEMENT EA 320

0073 600097 BRIDGE REMOVAL LS LUMP SUM

0074 048946 PARTIALLY GROUTED ROCK SLOPE

PROTECTION VOID FILLER

CY 1,910

0075 048196 PARTIALLY GROUTED ROCK SLOPE

PROTECTION (150 LB, CLASS III, METHOD B)

(CY)

CY 7,018

0076 729012 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 10,936

0077 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 90

0078 800001 FENCE (TYPE BW, METAL POST) LF 2,000

0079 803030 REMOVE FENCE (TYPE BW) LF 2,000

0080 803210 TEMPORARY DESERT TORTOISE FENCE LF 2,420

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 803220 DESERT TORTOISE FENCE LF 2,000

0082 810120 REMOVE PAVEMENT MARKER EA 480

0083 810190 GUARD RAILING DELINEATOR EA 98

0084 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 760

0085 820134 OBJECT MARKER (TYPE P) EA 4

0086 832006 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 1,220

0087 832070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 710

0088 839544 TRANSITION RAILING (TYPE AGT) EA 4

0089 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4

0090 839746 (F) - CONCRETE BARRIER (TYPE 842) LF 1,208

0091 839752 REMOVE GUARDRAIL LF 870

0092 839758 SALVAGE METAL BRIDGE RAILING LF 1,042

0093 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 410

0094 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 42,000

0095 846020 REMOVE PAINTED TRAFFIC STRIPE LF 2,720

0096 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 27,200

0097 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 950

0098 846051 12" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT)

STA 60

0099 847196 CONTRAST STRIPE PAINT (2-COAT) LF 2,720

0100 847200 REMOVE 6" TRAFFIC STRIPE LF 10,400

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 847214 6" TRAFFIC STRIPE TAPE (WARRANTY)

(BROKEN 36-12)

LF 8,280

0102 847218 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY)

LF 1,360

0103 847222 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 36-12)

LF 680

0104 046735 2" CONDUIT (BRIDGE) LS LUMP SUM

0105 046984 3" CONDUIT (BRIDGE) LS LUMP SUM

0106 999990 MOBILIZATION LS LUMP SUM

SPECIAL PROVISIONS

ORGANIZATION

Special provisions are under headings that correspond with the main-section headings of the Standard Specifications. A main-section heading is a heading shown in the table of contents of the Standard Specifications.

Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications.

Any paragraph added or deleted by a revision clause does not change the paragraph numbering of the Standard Specifications for any other reference to a paragraph of the Standard Specifications.

DIVISION I GENERAL PROVISIONS

1 GENERAL

Add to section 1-1.01:

Bid Items and Applicable Sections Item code

Item description Applicable section

090205 DISPUTE RESOLUTION BOARD ON-SITE MEETING 5

090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED

TASKS

018142 TOW TRUCK SERVICE 12

048576 STRUCTURE EXCAVATION (PARTIALLY GROUTED ROCK SLOPE

PROTECTION)

048196 PARTIALLY GROUTED ROCK SLOPE PROTECTION

(150 LB, CLASS III, METHOD B) (CY)

048946 PARTIALLY GROUTED ROCK SLOPE PROTECTION VOID FILLER 72

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

046735 2" CONDUIT (BRIDGE) 87

046984 3" CONDUIT (BRIDGE) 87

2 BIDDING

Replace section 2-1.04 with:

2-1.04 MANDATORY VIRTUAL PREBID OUTREACH MEETING

Section 2-1.04 applies if a mandatory prebid meeting is shown on the Notice to Bidders.

The Department will conduct a mandatory virtual prebid meeting to provide small businesses, including DVBEs, the opportunity to meet and interact with prospective bidders in an effort to increase their participation in the performance of contracts.

The virtual meeting will be a video conference meeting using Cisco Webex.

Each bidder must attend the virtual meeting. The bidder's representative must be a company officer, project superintendent, or project estimator. For a joint venture, one of the parties must attend the virtual meeting.

The Department does not accept a bid from a bidder who did not attend the virtual meeting.

Bidders and small businesses must register by 10:00 am on October 19, 2026 at:

https:/ /cadot.webex.com/weblink/register/r35481cfdc5e2a2231 a9aa94aa3b594

An electronic sign-in sheet will be used to identify the attendees. Each bidder must include the name and title of the company representative attending the virtual meeting.

The sign-in sheets, with the names of all companies in attendance at the virtual meeting, will be made available at the website shown on the Notice to Bidders for bidder inquiries.

The successful bidder is required to report each small business hired to work on this Contract as a result of the meeting.

Add between the 1st and 2nd paragraphs of section 2-1.06B:

The Department makes the following supplemental project information available:

Supplemental Project Information Means Description

Included in the Information Handout 1. California Department of Fish and Wildlife

2. Colorado River Basin Regional Water Quality Control Board - WASTE DISCHARGE REQUIREMENTS FOR

DREDGED OR FILL DISCHARGES TO WATERS OF

THE STATE - ORDER R7-2026-0009

3. Survey Monumentation Perpetuation

4. Materials Report

5. Foundation Report for Woods Wash Bridge (54-

0804) Replacement dated November 26, 2025

6. Final Hydraulic Report Woods Wash Bridges Bridge

No. 54-1375 R/L dated August 15, 2025

7. Final Hydraulic Report Ardis Ditch Bridges Bridge 54

– 0201 L/R dated March 20, 2026

8. Final Hydraulic Report Tank Tower Ditch Bridge 54 –

0202 L/R dated March 13, 2026

9. Final Hydraulic Report Homer Wash Bridge Bridge

54-0203 L/R

10. PGRSP Informational Handout 2025

11. Asbestos Report

12. Warranty Bond (TOTE-1) Form

13. MSKT Mask Tangent Terminal Manual

14. MAX-Tension Manual Rev E

15. SGET Manual

16. Soft-Stop (8-in block) Manual Rev E

17. Soft-Stop (12-in block) Manual Rev C

18. Activity Request Form

Available as specified in the Standard Specifications

1. Bridge as-built drawings

2. 08-1L8004 OG-Surface.xml

3. 08-1L8004 OG-Bridge-Deck-Surface.xml

4. 08-1L8004 OG-Bridge-Soffit-Surface.xml

5. 08-1L8004 Design-AlignmentA1.xml

6. 08-1L8004 Design-Profile-AlignmentB1.xml

7. 08-1L8004 Design-Profile-AlignmentC1.xml

8. 08-1L8004 Design-Profile-

AlignmentAD_TAR1_LINE.xml

9. 08-1L8004 Design-Profile-

AlignmentAD_TAR2_LINE.xml

10. 08-1L8004 Design-Profile-

AlignmentAD_TAR3_LINE.xml

11. 08-1L8004 Design-Profile-

AlignmentAD_TAR4_LINE.xml

12. 08-1L8004 Design-Profile-

AlignmentAD_TAR5_LINE.xml

13. 08-1L8004 Design-Profile-

AlignmentHW_TAR1_LINE.xml

14. 08-1L8004 Design-Profile-

AlignmentHW_TAR2_LINE.xml

15. 08-1L8004 Design-Profile-

AlignmentHW_TAR3_LINE.xml

16. 08-1L8004 Design-Profile-

AlignmentHW_TAR4_LINE.xml

17. 08-1L8004 Design-Profile-

AlignmentTT_TAR1_LINE.xml

18. 08-1L8004 Design-Profile-

AlignmentTT_TAR2_LINE.xml

19. 08-1L8004 Design-Profile-

AlignmentTT_TAR3_LINE.xml

20. 08-1L8004 Design-Profile-

AlignmentTT_TAR4_LINE.xml

21. 08-1L8004 Design-Profile-

AlignmentTT_TAR5_LINE.xml

22. 08-1L8004 Design-Profile-

AlignmentWW_TAR1_LINE.xml

23. 08-1L8004 Design-Profile-

AlignmentWW_TAR2_LINE.xml

24. 08-1L8004 Design-Profile-

AlignmentWW_TAR3_LINE.xml

25. 08-1L8004 Design-Profile-

AlignmentWW_TAR4_LINE.xml

26. 08-1L8004 Design-Profile-

AlignmentWW_TAR5_LINE.xml

27. 08-1L8004 Design-Profile-

AlignmentWW_TAR6_LINE.xml

28. 08-1L8004 Design-Profile-

AlignmentWW_TAR7_LINE.xml

29. 08-1L8004 Design-Profile-

AlignmentWW_TAR8_LINE.xml

30. 08-1L8004-Cross sections

Included with the project plans Logs of test borings Available for inspection at the District Office Telephone no.: (530) 812-5873

District 08 Project Delivery Coordinator Jeff Rud II

Delete section 2-1.20.

Delete section 2-1.33B(2)(b).

5 CONTROL OF WORK

Replace the 2nd and 3rd paragraphs of section 5-1.09A with:

Professionally facilitated project partnering is required.

Delete section 5-1.13B.

Replace section 5-1.13E with:

5-1.13E Prompt Payment Section 5-1.13E applies to all contracts.

Pay your subcontractors within 7 days of receipt of each progress payment under Pub Cont Code §§ 10262 and 10262.5. Pay duly authorized motor carriers of property in dump trucks for transportation charges under Bus & Prof Code § 7108.6. Pay other entities, such as material suppliers, within 30 days of receipt of each progress payment.

Each month, after the 15th and prior to 20th, submit the following payment information through the Department’s prompt payment monitoring system at https://caltrans.dbesystem.com:

1. Subcontractor’s or entity’s business name

2. Description of work performed

2.1. Bid item numbers or change order numbers

2.2. Written narrative of work performed

3. Value of work performed

4. Amount paid to subcontractor or entity

5. Withhold amount, if applicable

6. Explanation of withhold reasoning, if applicable

Your subcontractors and other entities may validate payments received using the prompt payment monitoring system.

If a subcontractor’s or other entity’s work is in dispute, provide a written withhold notification to the subcontractor or entity and the Engineer no later than 7 days after receipt of the corresponding progress payment that includes the following:

1. Value of the disputed work

2. Amount of the withhold being taken

3. Bid item numbers or change order numbers associated with the disputed work

4. Explanation of the deficiencies of the disputed work and how the corresponding value was calculated

5. Corrective actions to be taken for release of withheld amount

The Department may request additional documentation from you to evaluate whether you applied the withhold in good faith. Submit requested documents within 10 days of receipt of request.

The Department may withhold the same amount of your withhold from a future progress pay estimate if the Department determines any of the following has occurred:

1. Withhold was not applied in good faith

2. Requested additional withhold documentation records were not provided

3. Payment information was not submitted through the prompt payment monitoring system

4. Required withhold notification was not provided

The Department may also apply a 2 percent penalty on the withhold amount for every month payment is not made.

Replace section 5-1.15 with:

5-1.15 SAFETY REPRESENTATIVE

5-1.15A General Designate an on-site safety representative to superintend project safety for the duration of this Contract.

The safety representative may perform other non-safety related work if safety responsibilities are fulfilled.

The safety representative must be available after work hours as needed. The safety representative is not required to be on-site during plant establishment period, erosion control establishment period, or temporary suspensions when no other Contract work is being performed.

Develop a written site-specific safety program (SSSP) that incorporates known hazards associated with the project.

5-1.15B Submittals Submit a resume of the safety representative before starting work on the project, including education, completed safety training, and safety experience in heavy construction, heavy industrial, or oil and energy industry.

Submit a copy of the safety representative's certificate for the Cal/OSHA 30-hour – Cal/OSHA Standards for the Construction Industry or OSHA 510 - OSHA Standards for the Construction Industry training course as an informational submittal. The certificate must include:

1. Name of the entity providing certification

2. Name of the individual receiving certification

3. Date when the certification was provided

4. Expiration date, if applicable

Submit a copy of the SSSP as an informational submittal:

1. At least 15 days before starting work

2. At least 48 hours before starting work whenever a revision is made to the SSSP

5-1.15C Certifications The safety representative must have completed training and received a certificate of completion for the Cal/OSHA 30-hour - Cal/OSHA Standards for the Construction Industry or OSHA 510 – OSHA Standards for the Construction Industry training course.

The safety representative must have one of the following certifications:

1. Certified Safety Professional from the Board of Certified Safety Professionals

2. Construction Health and Safety Technician from the Board of Certified Safety Professionals

3. Occupational Hygiene and Safety Technician from the Board of Certified Safety Professionals

4. Safety Trained Supervisor from the Board of Certified Safety Professionals

5. Safety Trained Supervisor Construction from the Board of Certified Safety Professionals

6. Associate Safety Professional from the Board of Certified Safety Professionals

7. Master Safety Professional from the National Association of Safety Professionals

8. Certified Safety Director from the National Association of Safety Professionals

5-1.15D Qualifications The safety representative must be a competent and qualified person, as defined by Cal/OSHA, and must provide safety oversight on the project. The safety representative must have:

1. At least 3 years of safety experience in heavy construction, heavy industrial, or oil and energy industry

2. Knowledge in the area of safety procedure for all types of work being performed on this project

3. Knowledge of Department specifications and plans, Cal/OSHA policy and procedures, and 8 CA

Code of Regs safety requirements

The safety representative must have completed safety training and maintain valid certifications for:

1. First aid

2. Cardiopulmonary resuscitation

5-1.15E Duties and Responsibilities The safety representative must be available by:

1. Cellular telephone

2. Two-way radio

3. Mobile internet access

The safety representative must:

1. Develop the SSSP

2. Conduct the on-site new project orientation for each worker assigned to the project

3. Review the construction work plans for each subcontractor before starting work

4. Conduct or attend pre-planning sessions for high hazard work such as excavations, demolition, confined space entry, falsework, crane hoisting, high-risk utilities such as high-pressure pipelines with fuel or natural gas, and tunneling or boring

5. Conduct weekly job site safety meetings

6. Review work schedules, including subcontractors' work schedules, to ensure adequacy of job hazard analyses and address all safety concerns and issues

7. Ensure safety data sheets are available on-site for all materials and have a hazard communication program for informing workers of material hazards

8. Verify compliance with hazardous waste requirements under section 14-11, including spill prevention and control measures

9. Conduct daily safety inspections of the job site for hazards and compliance with safety requirements in the specifications and 8 CA Code of Regs

10. Report all incidents to the Engineer immediately, including the investigation of any close calls

When monitoring the job site, including work zones with certified flaggers or traffic control technicians, take immediate corrective action and notify the Engineer if an imminent danger is identified.

If the Engineer determines the safety representative is not meeting the intended duties and responsibilities, you must replace the safety representative within 30 days of written notice from the Engineer. If you need to replace the safety representative, notify the Engineer and provide replacement safety representative resume and required certifications at least 15 days before the replacement.

You may submit a secondary safety representative to act on behalf of the designated safety representative during extended shifts, continuous operations, or short-term absences that will not exceed 14 days in duration. The secondary safety representative must meet the same required qualifications and certifications as the designated safety representative.

Add to the end of section 5-1.20A:

During the progress of the work under this Contract, work under the following contracts may be in progress at or near the job site of this Contract:

Coincident or Adjacent Contracts

Contract no. County–Route–Post Mile Location Type of work 0P4004 SBd - 15 - 51.6/186.2 Victorville to Las Vegas High Speed Rail 0P4014 SBd - 15 - 4.1/51.8 Rancho Cucamonga High Speed Rail 1K4904 SBd - 40 - R105.1/R105.9 Needles Reconstruct Rest Area 1N8004 SBd - 40 - R120.5/R129.8 Needles Cold Plane and RHMA 25-0184 SBd - 40 - R50.15/R107.2 Needles MMBN Fiber Optic

(Permits Project) 25-0153 SBd - 40 - R107.25/R143.7 Needles MMBN Fiber Optic

(Permits Project)

Coordinate lane closures and traffic handling with the Engineer and with contractors of coincident or adjacent projects. Potential conflicts may not be limited to the contracts listed above.

Add to the end of section 5-1.20C:

This project does not include work on the railroad property, but a railroad is shown on the general plan sheet within the project limits. Do not trespass on the railroad property at SBd 40 PM 107 – Near Fenner Over Pass - BNSF DOT X (026022A) & (026021T) RR DIV California RR SUBDIV Needles.

Add between the 2nd and 3rd paragraphs of section 5-1.32:

Where State-owned areas have been designated for Contractor’s use beneath bridge structures, comply with the following:

1. Do not store any of the following beneath structures:

1.1. Explosives or explosive materials

1.2. Flammable or combustible materials

1.3. Incompatible materials, such as chlorine and ammonia, or batteries and fuels, in the same secondary containment facility

2. Material storage may not encroach on any of the following:

2.1. Within 20 feet of any bridge support

2.2. Within 10 feet of any exposed footing or pile cap

2.3. Within a 6-foot minimum clear zone height from the bottom of superstructure to top of material storage

3. Maintain 12-foot minimum width pathways beneath each hinge, bent cap and bridge span allowing manlift vehicle access.

4. Do not obstruct drainage systems.

Add to the end of section 5-1.32:

Personal vehicles of your employees must not be parked on the traveled way or shoulders, including sections closed to traffic.

Personal vehicles of your employees must not be parked within the highway except between PM R104.6 and PM R120.5.

Personal vehicles of your employees must not be parked within the highway except at Staging Areas or behind Temporary Barriers.

Add between the 6th and 7th paragraph of section 5-1.43E(1)(a):

DRA and DRB meetings may be held either virtually or on-site at the job location upon mutual agreement by the Contractor, the Department, and the DRA or DRB.

DRA and DRB meetings include:

1. Initial project meeting

2. Progress meetings

3. Dispute meetings

On-site meetings are held at a physical location and include on-site time, travel time, transportation, lodging, and incidentals for each day or portion thereof.

Virtual meeting includes virtual meeting time, equipment, and incidentals for each hour or portion thereof, either all or part of the DRA and DRB members, with the following requirements:

1. Obtain authorization for virtual meeting 14 days before the meeting

2. Use of Webex, Zoom or MS Teams virtual platforms

Obtain authorization for DRA or DRB members before spending any time on DRA- or DRB- related tasks.

Hourly off-site DRA and DRB related tasks include reviewing the plans, specifications, evaluating positions, preparing recommendations, completing forms, or performing any other off-site DRA- or DRB-related tasks.

Replace section 5-1.43E(1)(i) with:

5-1.43E(1)(i) Payment Pay the DRA or each DRB member for meeting participation as follows:

1. $250 per hour for agreed hourly off-site DRA- or DRB-related tasks

2. For attending a virtual off-site meeting with a limit of $1,000 per meeting at hourly off-site DRA-or

DRB-related tasks rate

3. $2,500 per day for each on-site meeting

Department does not pay for (1) DRA- or DRB-work performed after Contract acceptance or (2) cost of preparing for or attending ADR meetings.

The Department pays:

1. $250 per hour for agreed off-site DRA- or DRB-related tasks

2. For each DRA or DRB member attending a virtual off-site meeting with a limit of $1,000 per meeting at hourly off-site DRA-or DRB-related tasks rate

3. $2,500 per DRA on-site meeting

4. Up to $7,500 per DRB on-site meeting

Payment is full compensation for each meeting and off-site DRA- or DRB-related tasks.

The Department does not adjust the unit price for an increase or decrease in the quantity of:

1. DRA on site meeting

2. DRB on site meeting

3. Hourly off-site DRA- or DRB-related task

Within 60 days of receipt of Department's payment, submit copies of associated invoices and supporting documents in the form of a canceled check or bank statement for DRA- or DRB-payment verification.

6 CONTROL OF MATERIALS

Add to end of section 6-1.01:

If you fail to submit the form for materials subject to Buy America, the Department may:

1. Withhold from the next progress payment

2. Reject your request for a De Minimis Costs waiver for non-compliant construction materials or manufactured products

Replace section 6-1.03B with:

6-1.03B Submittals 6-1.03B(1) General Not Used

6-1.03B(2) Work Plan For local material, such as rock, gravel, earth, structure backfill, pervious backfill, imported borrow, and culvert bedding, obtained from a (1) noncommercial source, or (2) source not regulated under California jurisdiction, submit a local material plan for each material at least 60 days before placing the material. The local material plan must include:

1. Certification signed by you and an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

I am aware local material from a noncommercial source or a source not regulated under CA jurisdiction must be sampled and analyzed for pH and lead and may require sampling and analysis under section 6-1.03B(3) for other constituents of concern based on the land use history. I am aware that local material sources must not contain ADL at concentrations greater than 80 mg/kg total lead or equal to or greater than 5 mg/L soluble lead as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II. I am aware that a maximum quantity of material may be excavated at the site based on the minimum number of samples taken before excavating at the site under section 6-1.03B(3).

2. Land use history of the local material location and surrounding property

3. Sampling protocol

4. Number of samples per volume of local material

5. QA and QC requirements and procedures

6. Qualifications of sampling personnel

7. Stockpile history

8. Name and address of the analytical laboratory that will perform the chemical analyses

9. Analyses that will be performed for lead and pH

10. Other analyses that will be performed for possible hazardous constituents based on:

10.1. Source property history

10.2. Land use adjacent to source property

10.3. Constituents of concern in the ground water basin where the job site is located

The plan must be sealed and signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State.

If the plan requires revisions, the Engineer provides comments. Submit a revised plan within 7 days of receiving comments. Allow 7 days for the review.

6-1.03B(3) Analytical Test Results At least 15 days before placing local material, submit analytical test results for each local material obtained from a noncommercial source or a source not regulated under CA jurisdiction. The analytical test results must include:

1. Certification signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

The analytical testing described in the local material plan has been performed. I performed a statistical analysis of the test results using the US EPA's ProUCL software with the applicable 95 percent upper confidence limit. I certify that the material from the local material source is suitable for unrestricted use at the job site, it has a pH above 5.0, does not contain soluble lead in concentrations equal to or greater than 5mg/l as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II, does not contain lead in concentrations above 80 mg/kg total lead, is free from all other contaminants identified in the local material plan, and will comply with the job site's basin plan and water quality objectives of the RWQCB.

2. Chain of custody of samples

3. Analytical results no older than 1 year

4. Statistical analysis of the data using US EPA’s ProUCL software with a 95 percent upper confidence limit

5. Comparison of sample results to hazardous waste concentration thresholds and the RWQCB's basin plan requirements and water quality objectives for the job site location

6-1.03B(4) Sample and Analysis Sample and analyze local material from a (1) noncommercial source or (2) a source not regulated under CA jurisdiction:

1. Before bringing the local material to the job site

2. As described in the local material plan

3. Under US EPA Test Methods for Evaluating Solid Waste, Physical/Chemical Methods (SW-846)

The sample collection must be designed to generate a data set representative of the entire volume of proposed local material.

Before excavating at the (1) noncommercial material source or (2) a source not regulated under CA jurisdiction, collect the minimum number of samples and perform the minimum number of analytical tests for the corresponding maximum volume of local material as shown in the following table:

Minimum Number of Samples and Analytical Tests for Local Material Maximum volume of imported borrow

(cu yd) Minimum number of samples and analytical tests

< 5,000 8

5,000–10,000 12 for the first 5,000 cu yd plus 1 for each additional 1,000 cu yd or portion thereof

10,000–20,000 17 for the first 10,000 cu yd plus 1 for each additional 2,500 cu yd or portion thereof

20,000-40,000 21 for the first 20,000 cu yd plus 1 for each additional 5,000 cu yd or portion thereof

40,000–80,000 25 for the first 40,000 cu yd plus 1 for each additional 10,000 cu yd or portion thereof

> 80,000 29 for the first 80,000 cu yd plus 1 for each additional 20,000 cu yd or portion thereof

Do not collect composite samples or mix individual samples to form a composite sample.

Analyze the samples using the US EPA's ProUCL software with a 95 percent upper confidence limit. All chemical analysis must be performed by a laboratory certified by the SWRCB's Environmental Laboratory Accreditation Program (ELAP).

The analytical test results must demonstrate that the local material:

1. Is not a hazardous waste

2. Has a pH above 5.0

3. Has an average total lead concentration, based upon the 95 percent upper confidence limit, at or below 80 mg/kg

4. Is free of possible contaminants identified in the local material plan

5. Complies with the RWQCB's basin plan for the job site location 6 Complies with the RWQCB's water quality objectives for the job site location

6-1.03C Local Material Management Do not place local material until authorized.

If the Engineer determines the appearance, odor, or texture of any delivered local material suggests possible contamination, sample and analyze the material. The sampling and analysis is change order work unless (1) hazardous waste is discovered or (2) the analytical test results indicate the material does not comply with section 6-1.03B(3).

Dispose of noncompliant local material at an appropriately permitted CA Class I, CA Class II or CA Class III facility. You are the generator of noncompliant local materials.

6-1.04 BUY AMERICA

6-1.04A General Buy America requirements do not apply to the following:

1. Tools and construction equipment used in performing the work.

2. Temporary work that is not incorporated into the finished project.

An article, material, or supply to be permanently incorporated in the project should only be classified into one of the following categories:

1. Iron or steel products

2. Manufactured products

3. Construction materials

4. Excluded materials

Excluded materials means cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives.

6-1.04B Crumb Rubber (Pub Res Code § 42703(d)) Furnish crumb rubber with a certificate of compliance. Crumb rubber must be:

1. Produced in the United States

2. Derived from waste tires taken from vehicles owned and operated in the United States

6-1.04C Iron or Steel Products Iron or steel products must be melted and manufactured in the United States except:

1. Foreign pig iron and processed, pelletized, and reduced iron ore may be used in the domestic production of the steel and iron materials

2. If the total combined cost of the materials produced outside the United States does not exceed the greater of 0.1 percent of the total bid or $2,500, the material may be used if authorized

Furnish iron or steel products to be incorporated into the work with certificates of compliance and certified mill test reports. Mill test reports must indicate where the steel and iron were melted and manufactured.

All melting and manufacturing processes for these materials, including an application of a coating, must occur in the United States. Coating includes all processes that protect or enhance the value of the material to which the coating is applied.

6-1.04D Manufactured Products Manufactured products mean articles, materials, or supplies that have been:

1. Processed into a specific form and shape; or

2. Combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies

Per 23 CFR 635.410, these products must be manufactured in the United States.

Manufacturer, in the case of manufactured products, means the entity that performs the final manufacturing process by bringing individual elements together that produces a manufactured product.

If an item is classified as an iron or steel product, a construction material, or an excluded material under the definitions set forth under this Buy America section, then it is not a manufactured product. However, an article, material, or supply classified as a manufactured product under this Buy America section may include components that are construction materials, iron or steel products, or excluded materials.

Iron or steel used in precast concrete manufactured products or enclosures for Intelligent Transportation Systems (ITS) must meet the requirements of section 6-1.04C regardless of the amount used.

Iron or steel used in other manufactured products must meet the requirements of section 6-1.04C if the cost of steel and iron components is 50 percent or more of the total cost of the manufactured product.

Furnish manufactured products to be incorporated into the work with certificates of compliance with each project delivery. The manufacturer's certificate of compliance must identify where the manufacturing occurred and attest specifically to compliance with the 23 CFR 635.410 standard.

6-1.04E Construction Materials The following construction materials must be produced in the United States under standards in 2 CFR 184.6:

1. Non-ferrous metals

2. Plastic and polymer-based products such as:

2.1. Polyvinylchloride

2.2. Composite building materials

3. Glass

4. Fiber optic cable including drop cable

5. Optical fiber

6. Lumber

7. Engineered wood

8. Drywall

All manufacturing processes for these materials as defined in 2 CFR 184.6 must occur in the United States.

Furnish construction materials to be incorporated into the work with certificates of compliance with each project delivery. Manufacturer’s certificate of compliance must identify where the construction material was manufactured and attest specifically to compliance with the 2 CFR 184.6 standard.

Minor additions of articles, materials, supplies, or binding agents to these construction materials do not change the categorization of the construction material.

6-1.04F Buy America Waiver for the De Minimis Costs for Manufactured Products and Construction Materials A De Minimis Costs waiver can waive the application of FHWA's Buy America requirements for manufactured products and construction materials under a single project when the total cost of non-compliant manufactured products and construction materials is no more than the lesser of $1,000,000 or 5 percent of the total applicable costs for the project.

The percentage threshold is calculated based on the following formula:

X = NC / TA

where:

X = percent threshold NC = total cost of non-compliant construction materials and manufactured products TA = total applicable project costs (steel, iron, construction materials and manufactured products;

does not include excluded materials)

This threshold is based on the actual cost of the steel, iron, construction materials, and manufactured products, not the anticipated cost of those materials. The contractor must account for compliant and non-compliant Department-Furnished Materials for the project in the De Minimis Costs Waiver Worksheet calculation if provided by the Department as supplemental project information.

See further instructions for the De Minimis Costs waiver request in the Notice of Materials to be Used form.

Add to section 6-1:

6-1.08 ENVIRONMENTAL PRODUCT DECLARATIONS FOR HOT MIX ASPHALT AND CONCRETE

Section 6-1.08 includes specifications for environmental product declarations for hot mix asphalt and concrete materials and products.

See section 6-1.06B for definitions.

For projects with bid opening dates after February 1, 2025, with a total bid over $1 million and 175 or more original working days, materials or products specified in the following table require facility-specific, product stage, environmental product declarations as informational submittals:

Material or product Material specifications Hot mix asphalta Section 39-2, "Hot Mix Asphalt"

Excludes RHMA, OGFC, and BWC materials.

Concreteb Section 28-2, "Lean Concrete Bases," Section 28-3, "Rapid

Strength Concrete Base," Section 28-4, "Lean Concrete Base Rapid Setting," Section 28-5, "Concrete Base," Section 40, "Concrete Pavement," Section 47-5, "Type 6 Retaining Walls," Section 49-3, "Cast-In-Place Concrete Piling," Section 49-4, "Steel Soldier Piling," Section 51, "Concrete Structures," Section 58-2, "Masonry Block," Section 73, "Concrete Curbs and Sidewalks," Section 83, "Railings and Barriers," and Section 99, "Building Construction."

Excludes volumetric-proportioned rapid strength concrete and Section 90-4 PC concrete members.

aFor each hot mix asphalt plant…